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32" Square
Mos. Post (Typ. )-X o'-
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S89'13'204 875.95 18'RCp POB, Inst#9s -2217
S89 13'20"C 905.02'
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Gut. = 812.29 11
Inv =809.4
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CASTING: R- 3286 -8V
T.C.:805.10
INV.:801.02
�� R / R % R� /. jJR / •-� / / % R, % / / STM. STR. #4
/ ��� CASTING: R- 3286 -8V
%i T.C.:806.20
INV.:800.70
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Co a Wrought Iron
/
Fence on Mos.
Wall (Typ. )
STM. STR. 7
fir•
CASTING: R -1772
0 o. T.C.:808,00
29.07' N�\ INV.:799.95
OUTLET ORIFACE:6.5"
12 "RCP 345' - RCP @ 0.277.
Inlet Inlet .. .. —" --
ut. =80 . 4 N79'47 52"E Gut. =80 .4 % , ...
W Inv =806.0 34.56' Inv =806.5 `' '1' 4 . oncrete aSide
E Inv =806.1 \
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® STM. STR. 3
COQ CASTING: R- 2560 -E1
T.C.:810.50
� ry • INV.:808.00
R STM. STR. 2
CASTING: R- 2560 -E1
T.C.:810.50
INV.:807,62
PROPOSED MIDWEST YOUTH
TENNIS FOUNDATION
OFFICE BUILDING
STM. STR. #1
CASTING: R- 2560 -E1
T.C.:811.50
INV. :807.15
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STM. STR. #6
CASTING: R- 3286 -8V
T.C.:804.00
I NV.:801.50
00
in MH
T. C. = 803.48
N1 Inv-794 .9
S1 Inv =795.0
II
II
51
III
N69'72
� II
San MH
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T.C. =802 35
Inv =795.
II
rox. Extents
II
Wooded Area
II
6' oter Line
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Buried Water Lines (per paint markings)
lWC markings
GAC GA
L C. =_$.74.08
Power Pole
II
PWP
W Inv-=768.4 --
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STREET
Edge of Asphalt
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Manhole
III
Corrugated Metal Pipe
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PVC Pipe
o II
Survey Control Point
-
Temporary Benchmark
II
_
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4" Maple (typ.)
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6" Black Locust (typ.)
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EPTH)
S'S�—E —Corner, S4
7e — —
RRSF per M.C.S.R.
W Inv= 96.8
N Inv= 96.7
45' Holf Right- of -Woy line per Marion County `
Thoroughfare Plan, dated 6 -5 -96
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Edge of Asphal
Inv= 801.01 O /
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West end of •WM
6' oter Line
- - -ew- - - - - -6W- - - 8M - - -BW- -B - - - - -gW_ - -
East end of t 16" Water Line per WC Maps
- - - � •; -gµ._
IWC markings San MH
Buried Water Lines (per paint markings)
lWC markings
GAC GA
L C. =_$.74.08
Power Pole
PWPD 0 =
PWP
W Inv-=768.4 --
Guy Anchor
,� South Line, SW /4 SeC. 12 -T 1 7N -R3E_
Water Meter
E Inv =798.6
9 t h
STREET
Edge of Asphalt
w
Light
-
Manhole
a PVC
Corrugated Metal Pipe
- — —
_ a
PVC =
PVC Pipe
TP =
Survey Control Point
-
Temporary Benchmark
—
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WI E CONCRETE 'V' Dr CH
EPTH)
S'S�—E —Corner, S4
7e — —
RRSF per M.C.S.R.
W Inv= 96.8
N Inv= 96.7
45' Holf Right- of -Woy line per Marion County `
Thoroughfare Plan, dated 6 -5 -96
10 9 8
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SCALE: 1 " = 30'
0 15' 30' 60'
CAUTION!!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS,
VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
PLEASE CALL "HOLEY MOLEY"
1- 800 - 382 -5544
TOLL FREE
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L I 1
LEGEND
- E Ae =
Aerial Utility Lines
-R --m =
Buried Fiber Optics Lines
-0&-BE- =
Buried Electric Lines
-INY Ow -=
Buried Water Lines (per paint markings)
-any -ew--
Buried Water Lines (per IWC maps)
=
Power Pole
PWPD 0 =
Power Pole with Drop
GA) =
Guy Anchor
WM• =
Water Meter
FH# =
Fire Hydrant
M =
Inlet
® =
Light
O =
Manhole
CMP =
Corrugated Metal Pipe
RCP =
Reinforced Concrete Pipe
PVC =
PVC Pipe
TP =
Survey Control Point
TBM =
Temporary Benchmark
IPF =
518" Rebor with WEIHE cap found
4M =
4" Maple (typ.)
6RP =
6" Red Pine (typ.)
6BL =
6" Black Locust (typ.)
SCALE: 1 " = 30'
0 15' 30' 60'
CAUTION!!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS,
VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
PLEASE CALL "HOLEY MOLEY"
1- 800 - 382 -5544
TOLL FREE
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SHEET NO.
%5
of 7